<![CDATA[Civil Engineering Association

<![CDATA[Civil Engineering Association - All Forums]]> https://forum.civilea.com/ Thu, 13 Aug 2026 09:18:17 +0000 MyBB <![CDATA[ASCE Paper (Ultimate Capacity of Single Bolted Angel Connections)]]> https://forum.civilea.com/showthread.php?tid=58580 Mon, 27 Jul 2026 09:34:14 +0300 civilfafa]]> https://forum.civilea.com/showthread.php?tid=58580
Please share the following paper:

Title: Ultimate Capacity of Single Bolted Angel Connections

Authors: John B. Kennedy, M.ASCE, and George R. Sinclair

Publication: Journal of the Structural Division, Volume 95, Issue 8

Date: Aug 1969

URL:

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]]>
Please share the following paper:

Title: Ultimate Capacity of Single Bolted Angel Connections

Authors: John B. Kennedy, M.ASCE, and George R. Sinclair

Publication: Journal of the Structural Division, Volume 95, Issue 8

Date: Aug 1969

URL:

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]]> <![CDATA[ESDU 21004: The Statistical Analysis of Fatigue Data Using the Weibull Distribution]]> https://forum.civilea.com/showthread.php?tid=58578 Sat, 25 Jul 2026 04:20:56 +0300 civilfafa]]> https://forum.civilea.com/showthread.php?tid=58578
Could you please share the following code:

Published Code : ESDU 21004
Code Title: The Statistical Analysis of Fatigue Data Using the Weibull Distribution
Published By : ESDU
Publication Date : 2021-07
Pages Count : 51
Language : English
File Size : 1.2 MB
ISBN : 9781862468641

Link:

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Description:
ESDU 20014 presents methods of using statistical analyses to interpret fatigue data and to predict the life of a component subject to fatigue. In this Data Item, an introduction to continuous distributions is given including an overview of probability density functions, cumulative distribution functions, the reliability function and the hazard rate function. A brief overview to the normal distribution and the log normal distribution is also provided for reference. The statistical analysis of fatigue life data using the Weibull distribution is considered in detail in this Data Item. An examination of reliability theory, the influence of the Weibull parameters on the distribution, the various sources of uncertainty and the use of confidence bounds when interpreting the data are given. The Weibull weakest-link probability theory and its use for analysing the size effect is discussed. The introduction to analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined and two fully worked examples are provided. The analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined, and two fully worked examples are provided.]]>
Could you please share the following code:

Published Code : ESDU 21004
Code Title: The Statistical Analysis of Fatigue Data Using the Weibull Distribution
Published By : ESDU
Publication Date : 2021-07
Pages Count : 51
Language : English
File Size : 1.2 MB
ISBN : 9781862468641

Link:

Code:
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Description:
ESDU 20014 presents methods of using statistical analyses to interpret fatigue data and to predict the life of a component subject to fatigue. In this Data Item, an introduction to continuous distributions is given including an overview of probability density functions, cumulative distribution functions, the reliability function and the hazard rate function. A brief overview to the normal distribution and the log normal distribution is also provided for reference. The statistical analysis of fatigue life data using the Weibull distribution is considered in detail in this Data Item. An examination of reliability theory, the influence of the Weibull parameters on the distribution, the various sources of uncertainty and the use of confidence bounds when interpreting the data are given. The Weibull weakest-link probability theory and its use for analysing the size effect is discussed. The introduction to analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined and two fully worked examples are provided. The analytical and computational methods that are used to plot, examine and compare fatigue data using the Weibull distribution are outlined, and two fully worked examples are provided.]]> <![CDATA[ACI 303: Cast-in-Place Architectural Concrete Practice]]> https://forum.civilea.com/showthread.php?tid=58577 Tue, 21 Jul 2026 13:11:12 +0300 Administrator]]> https://forum.civilea.com/showthread.php?tid=58577 ACI 303-25: Cast-in-Place Architectural Concrete Practice

Author(s)/Editor(s): ACI Committee 303| Format: PDF| Quality: Scanner| Year: 2025

This guide presents recommendations for producing cast-in-place architectural concrete. The importance of specified materials, forming, concrete placement, curing, additional treatment, inspection, and their effect on the appearance of the finished product are discussed. Architectural concrete requires special construction techniques, materials, and requirements that are unique to each project. The specific recommendations and information presented in this guide should be used accordingly.

Keywords:

admixture; aggregate; architectural concrete; bush-hammer; coating; column; consolidation; cracking; curing; deflection; exposed-aggregate finish; finish; form lining; formwork; joint; joint sealant; mixture proportion; pigment; placing; quality control; release agent; repair; retarder; sealant; texture; wall.

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]]> ACI 303-25: Cast-in-Place Architectural Concrete Practice

Author(s)/Editor(s): ACI Committee 303| Format: PDF| Quality: Scanner| Year: 2025

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]]> <![CDATA[ACI 231.1: Managing and Increasing Early-Age Strength of Low-Clinker Concrete]]> https://forum.civilea.com/showthread.php?tid=58576 Tue, 21 Jul 2026 12:35:16 +0300 Administrator]]> https://forum.civilea.com/showthread.php?tid=58576 ACI PRC-231.1-25: Managing and Increasing Early-Age Strength of Low-Clinker Concrete Mixtures

Author(s)/Editor(s): ACI Committee 231| Format: PDF| Quality: Scanner| Year: 2025| pages: 6

Various roadmaps have been developed by the cement and concrete industry that highlight the need for a significant reduction of carbon dioxide (CO2) emissions associated with concrete production. One strategy to reduce emissions is to reduce the clinker content in concrete. This can be accomplished by optimizing aggregate gradations or chemical admixtures to reduce total cement content used or use cementitious materials that have a low percent of clinker in them. However, low-clinker (content) concretes may, or may be perceived to, suffer from lower early-age strengths, which have limited their application in practice. This TechNote discusses low-clinker concrete, primarily obtained through the use of supplementary cementitious materials (SCMs), and provides practical advice concerning the strength of these mixtures at early ages (from setting to 7 days).

Keywords:

calcined clays; early-age strength; global warming potential (GWP); low-clinker concrete; silica fume; slag cement; supplementary cementitious materials (SCMs).

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]]> ACI PRC-231.1-25: Managing and Increasing Early-Age Strength of Low-Clinker Concrete Mixtures

Author(s)/Editor(s): ACI Committee 231| Format: PDF| Quality: Scanner| Year: 2025| pages: 6

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]]> <![CDATA[ACI 308: Curing of Concrete]]> https://forum.civilea.com/showthread.php?tid=58575 Tue, 21 Jul 2026 12:30:20 +0300 Administrator]]> https://forum.civilea.com/showthread.php?tid=58575 ACI PRC-308-26: Curing of Concrete

Author(s)/Editor(s): ACI Committee 308| Format: PDF| Year: 2026| pages: 44 | ISBN: 9781641953597

This guide reviews and describes practices, procedures, materials, and monitoring methods for the external curing of concrete and provides guidance for specifying curing procedures. Current curing techniques are presented, and commonly accepted methods, procedures, and materials are described. Methods are given for curing structures and buildings, pavements and other slabs-on-ground, and for mass concrete. Curing methods for several specific categories of cement-based products are discussed in this document.

The materials, processes, quality control measures, and inspections described in this document should be tested, monitored, or performed as applicable only by individuals holding the appropriate ACI certifications or equivalent.

Keywords:

cold weather construction; curing compound; hot weather construction; mass concrete; reinforced concrete; sealer; shotcrete; slabs-on-ground.

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]]> ACI PRC-308-26: Curing of Concrete

Author(s)/Editor(s): ACI Committee 308| Format: PDF| Year: 2026| pages: 44 | ISBN: 9781641953597

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]]> <![CDATA[Original CSI license being upgraded to latest]]> https://forum.civilea.com/showthread.php?tid=58574 Tue, 14 Jul 2026 18:31:56 +0300 Bhawk]]> https://forum.civilea.com/showthread.php?tid=58574
If you own an original CSI Software perpetual license and since they shut down the license server and move to cloud licensing services; when you switch your license from stand alone to cloud licensing (they are all expiring soon anyways) they give you a valid license for the latest version of the software. It doesn't matter the version of the software you own. I've seen upgrades from version 12 to 23. All this for free.

B]]>
If you own an original CSI Software perpetual license and since they shut down the license server and move to cloud licensing services; when you switch your license from stand alone to cloud licensing (they are all expiring soon anyways) they give you a valid license for the latest version of the software. It doesn't matter the version of the software you own. I've seen upgrades from version 12 to 23. All this for free.

B]]> <![CDATA[ASCE MOP 160-Overhead Power Line and Substation Foundations: State of Practice, Basic]]> https://forum.civilea.com/showthread.php?tid=58571 Mon, 06 Jul 2026 12:51:45 +0300 civilfafa]]> https://forum.civilea.com/showthread.php?tid=58571 ASCE MOP 160-Overhead Power Line and Substation Foundations: State of Practice, Basics, Type Selection, Geotechnical Topics, and Specialty Analysis

Related Link:

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]]> <![CDATA[CSI CSiXCAD v21]]> https://forum.civilea.com/showthread.php?tid=58569 Sun, 21 Jun 2026 10:00:20 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58569 CSI CSiXCAD v21.0.0.0167

Size: 210 MB

TAKE YOUR MODELS STRAIGHT TO CAD
CSiXCADTM is a plugin for AutoCAD®, BricsCAD®, and ZWCAD® that streamlines drawing production by directly interacting with ETABS®, SAP2000®, and SAFE®.

CSiXCAD provides a live link between structural models defined and maintained in ETABS, SAP2000 or SAFE and the drawings documenting them in the CAD software. Both steel and reinforced-concrete structures are supported.

CSiXCAD requires its own license. ETABS, SAP2000 or SAFE must be installed and licensed on the same machine where CSiXCAD is being used when transferring data.

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]]> CSI CSiXCAD v21.0.0.0167

Size: 210 MB

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]]> <![CDATA[CSI CSiCol 12]]> https://forum.civilea.com/showthread.php?tid=58568 Sun, 21 Jun 2026 09:53:59 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58568 CSI CSiCol 12.0.0.1206

Size: 280 MB

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]]> CSI CSiCol 12.0.0.1206

Size: 280 MB

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]]> <![CDATA[CSI XRevit 2026]]> https://forum.civilea.com/showthread.php?tid=58567 Sun, 21 Jun 2026 09:45:45 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58567 CSI XRevit 2026.0.238

Size: 179 MB

CSiXRevit is a plugin for Autodesk® Revit® that enables bi-directional data transfer to CSI Software products: SAP2000® , ETABS® and SAFE® .
Users have full control over what model data gets transferred and how that data gets mapped to equivalent objects in either software.

CSiXRevitTM requires its own license to run.

Structural modeling can be done in ETABS®, SAP2000® or SAFE® or in Revit® and then later be synched up.

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]]> CSI XRevit 2026.0.238

Size: 179 MB

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]]> <![CDATA[Perform3D v11]]> https://forum.civilea.com/showthread.php?tid=58566 Sun, 21 Jun 2026 09:40:19 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58566 CSI Perform3D v11.0.0.1495

Perform3D is a nonlinear analysis and design product focused on displacement-based and capacity design of buildings.

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]]> CSI Perform3D v11.0.0.1495

Perform3D is a nonlinear analysis and design product focused on displacement-based and capacity design of buildings.

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]]> <![CDATA[CSI Bridge 27]]> https://forum.civilea.com/showthread.php?tid=58565 Sun, 21 Jun 2026 09:22:00 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58565 CSI Bridge Advanced 27.0.0.3662

Size: 1.04 GB

Modeling, analysis and design of bridge structures have been integrated into CSiBridge to create the ultimate in computerized engineering tools. The ease with which all of these tasks can be accomplished makes CSiBridge the most versatile and productive software program available on the market today-

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]]> CSI Bridge Advanced 27.0.0.3662

Size: 1.04 GB

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]]> <![CDATA[CSI SAFE V23]]> https://forum.civilea.com/showthread.php?tid=58564 Sun, 21 Jun 2026 09:02:39 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58564 CSI SAFE 23.2.0.3523

Size: 916.49 MB

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]]> CSI SAFE 23.2.0.3523

Size: 916.49 MB

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]]> <![CDATA[CSiPlant 10]]> https://forum.civilea.com/showthread.php?tid=58563 Sun, 21 Jun 2026 08:34:35 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58563 CSiPlant 10.0.0.1741

Size: 587.13 MB

CSiPlant is an integrated engineering software product for analysis and design of piping systems and frame structures, including piping code compliance checks with stress-intensification and flexibility factors that are automatically calculated and applied.
CSiPlant offers advanced analysis technology to piping and structural engineers working in the process, power, pipeline and offshore industries.
CSiPlant uses elements, pipe support types, and modeling approaches familiar to piping and structural engineers in the process and power industries.

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]]> <![CDATA[ASTM C635 C635M: Standard Specification for Manufacture, Performance, and Testing of]]> https://forum.civilea.com/showthread.php?tid=58562 Wed, 17 Jun 2026 09:05:58 +0300 poolmand]]> https://forum.civilea.com/showthread.php?tid=58562 ASTM C635/C635M-22: Standard Specification for Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings

This specification covers metal ceiling suspension systems used primarily to support acoustical tile or acoustical lay-in panels. Some suspension systems incorporate locking assembly details that enhance performance by providing some continuity or load transfer capability between adjacent sections of the ceiling grid. The structural classification or grade of ceiling suspension systems shall be determined by the capability of main runners or nailing bars to support a uniformly distributed load. These classifications shall be: light-duty systems; intermediate-duty systems; and heavy-duty systems. The structural classification of ceiling suspension systems shall be based on the load-carrying capacity of the main runners of the structural network. Suspension system structural members shall conform to the following tolerance requirements: metal thickness; straightness; length; overall cross-section dimensions; and section squareness.

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